New interpretation for consolidation modulus on chalk

Elena Peri; Søren Dam Nielsen; Benjamin Vagn Nordahl Nielsen; Lars Bo Ibsen

doi:10.32075/17ECSMGE-2019-0147

New interpretation for consolidation modulus on chalk

Elena Peri, Søren Dam Nielsen, Benjamin Vagn Nordahl Nielsen, Lars Bo Ibsen

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

Abstract

In a geotechnical design of a foundation, proper soil parameters are needed to perform a proper design. In some regions, cretacious soils, such as chalk, are deposited near the ground surface. Hence, they will be the bearing stratum for a foundation. However, chalk is a very brittle material and the sample preparation for laboratory tests is very challanging. This paper presents two methods to prepare chalk samples for oedometer testing, where one showed to have a significantly higher success rate compared to the other. Additionally, the paper presents results from oedometer tests on chalk from Rørdal, Denmark.

Originalsprog	Engelsk
Titel	XVII European Conference on Soil Mechanics and Geotechnical Engineering - Reykjavík, Iceland : Geotechnical Engineering foundation of the future. Conference proceedings
Antal sider	8
Forlag	The Icelandic Geotechnical Society
Publikationsdato	2019
ISBN (Elektronisk)	978-9935-9436-1-3
DOI	https://doi.org/10.32075/17ECSMGE-2019-0147
Status	Udgivet - 2019
Begivenhed	XVII European Conference on Soil Mechanics and Geotechnical Engineering - Reykjavik, Island Varighed: 1 sep. 2019 → 6 sep. 2019

Konference

Konference	XVII European Conference on Soil Mechanics and Geotechnical Engineering
Land/Område	Island
By	Reykjavik
Periode	01/09/2019 → 06/09/2019

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10.32075/17ECSMGE-2019-0147

https://www.ecsmge-2019.com/uploads/2/1/7/9/21790806/0147-ecsmge-2019_peri.pdf

AUB Link

Søg efter materialet i Aalborg Universitetsbiblioteks søgemaskine

1 Ph.d.-afhandling

Compression and Time-Dependent Behaviour in Danish Clays and Chalk - An Experimental Study
Peri, E., 2021, Aalborg Universitetsforlag. 89 s.
Publikation: Ph.d.-afhandling

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Citationsformater

Peri, E., Nielsen, S. D., Nielsen, B. V. N., & Ibsen, L. B. (2019). New interpretation for consolidation modulus on chalk. I XVII European Conference on Soil Mechanics and Geotechnical Engineering - Reykjavík, Iceland: Geotechnical Engineering foundation of the future. Conference proceedings The Icelandic Geotechnical Society. https://doi.org/10.32075/17ECSMGE-2019-0147

@inproceedings{9d781651063b49e081d1f245b8715d84,

title = "New interpretation for consolidation modulus on chalk",

abstract = "In a geotechnical design of a foundation, proper soil parameters are needed to perform a proper design. In some regions, cretacious soils, such as chalk, are deposited near the ground surface. Hence, they will be the bearing stratum for a foundation. However, chalk is a very brittle material and the sample preparation for laboratory tests is very challanging. This paper presents two methods to prepare chalk samples for oedometer testing, where one showed to have a significantly higher success rate compared to the other. Additionally, the paper presents results from oedometer tests on chalk from R{\o}rdal, Denmark.",

keywords = "Chalk, Sample preparation, oedometer testing, Preparation method, Geotechnical Engineering, Soil",

author = "Elena Peri and Nielsen, {S{\o}ren Dam} and Nielsen, {Benjamin Vagn Nordahl} and Ibsen, {Lars Bo}",

year = "2019",

doi = "10.32075/17ECSMGE-2019-0147",

language = "English",

booktitle = "XVII European Conference on Soil Mechanics and Geotechnical Engineering - Reykjav{\'i}k, Iceland",

publisher = "The Icelandic Geotechnical Society",

note = "XVII European Conference on Soil Mechanics and Geotechnical Engineering ; Conference date: 01-09-2019 Through 06-09-2019",

}

Peri, E, Nielsen, SD, Nielsen, BVN & Ibsen, LB 2019, New interpretation for consolidation modulus on chalk. i XVII European Conference on Soil Mechanics and Geotechnical Engineering - Reykjavík, Iceland: Geotechnical Engineering foundation of the future. Conference proceedings . The Icelandic Geotechnical Society, XVII European Conference on Soil Mechanics and Geotechnical Engineering, Reykjavik, Island, 01/09/2019. https://doi.org/10.32075/17ECSMGE-2019-0147

New interpretation for consolidation modulus on chalk. / Peri, Elena; Nielsen, Søren Dam; Nielsen, Benjamin Vagn Nordahl et al.
XVII European Conference on Soil Mechanics and Geotechnical Engineering - Reykjavík, Iceland: Geotechnical Engineering foundation of the future. Conference proceedings . The Icelandic Geotechnical Society, 2019.

Publikation: Bidrag til bog/antologi/rapport/konference proceeding › Konferenceartikel i proceeding › Forskning › peer review

TY - GEN

T1 - New interpretation for consolidation modulus on chalk

AU - Peri, Elena

AU - Nielsen, Søren Dam

AU - Nielsen, Benjamin Vagn Nordahl

AU - Ibsen, Lars Bo

PY - 2019

Y1 - 2019

N2 - In a geotechnical design of a foundation, proper soil parameters are needed to perform a proper design. In some regions, cretacious soils, such as chalk, are deposited near the ground surface. Hence, they will be the bearing stratum for a foundation. However, chalk is a very brittle material and the sample preparation for laboratory tests is very challanging. This paper presents two methods to prepare chalk samples for oedometer testing, where one showed to have a significantly higher success rate compared to the other. Additionally, the paper presents results from oedometer tests on chalk from Rørdal, Denmark.

AB - In a geotechnical design of a foundation, proper soil parameters are needed to perform a proper design. In some regions, cretacious soils, such as chalk, are deposited near the ground surface. Hence, they will be the bearing stratum for a foundation. However, chalk is a very brittle material and the sample preparation for laboratory tests is very challanging. This paper presents two methods to prepare chalk samples for oedometer testing, where one showed to have a significantly higher success rate compared to the other. Additionally, the paper presents results from oedometer tests on chalk from Rørdal, Denmark.

KW - Chalk

KW - Sample preparation

KW - oedometer testing

KW - Preparation method

KW - Geotechnical Engineering

KW - Soil

U2 - 10.32075/17ECSMGE-2019-0147

DO - 10.32075/17ECSMGE-2019-0147

M3 - Article in proceeding

BT - XVII European Conference on Soil Mechanics and Geotechnical Engineering - Reykjavík, Iceland

PB - The Icelandic Geotechnical Society

T2 - XVII European Conference on Soil Mechanics and Geotechnical Engineering

Y2 - 1 September 2019 through 6 September 2019

ER -

New interpretation for consolidation modulus on chalk

Abstract

Konference

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AUB Link

Fingeraftryk

Publikation

Compression and Time-Dependent Behaviour in Danish Clays and Chalk - An Experimental Study

Citationsformater